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Appendix G: Capacity Analysis Backup <br />Generated with hujimma <br />Version 5.00-00 <br />Intersection Settings <br />CONSULTING <br />Priority Scheme Stop Stop Free Free <br />Flared Lane No No <br />Storage Area [veh] 0 <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio 0.00 0.00 0.00 0.46 0.00 0.00 0.01 0.00 <br />d_M, Delay for Movement [s/veh] 9.62 10.74 8.45 13.54 13.99 12.82 7.69 7.28 <br />Movement LOS A B A B B B A A A A A A <br />95th-Percentile Queue Length [veh] 0.00 0.00 0.00 2.51 2.51 2.51 0.10 0.10 0.10 0.00 0.00 0.00 <br />95th-Percentile Queue Length [ft] 0.00 0.00 0.00 62.73 62.73 62.73 2.41 2.41 2.41 0.00 0.00 0.00 <br />d_A, Approach Delay [s/veh] 9.61 13.53 2.02 0.00 <br />Approach LOS A B A A <br />d_I, Intersection Delay [s/veh] 8.01 <br />Intersection LOS B <br />Scenario 6: 6 2040 Build_ AM Peak <br />Traffic Impact Study G38 Spack Consulting <br />Pearson Farm Residential Development <br />